|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:07/28/2011 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 061246 | Estimate Number | 0024 | Estimate Type FINAL | |||
| District Office | ELIZABETHTOWN (04300) Ditto, Cody C. | ||||||
| Contractor | ROSE CONSTRUCTION COMPANY INC | ADDR SN 0 VC Code VC0000090475 | |||||
| PO BOX 309 | |||||||
| BARDSTOWN , KY , 40004 | |||||||
| Pay Period | 02/06/2009 TO 11/04/2010 | ||||||
| Date Approved | 12/13/2010 | ||||||
| Primary Proj Number | DE04390010646 | ||||||
| Project No. | STPR 2-1 (027), FD05 043 9001 110-113 | ||||||
| Primary County | GRAYSON | ||||||
| Name of Road | WENDELL H. FORD PARKWAY - KY 224 INTERCHANGE | ||||||
| Description | ADD WB ON RAMP AND EB OFF RAMP TO THE KY 224 INTERCHANGE AT CLARKSON AND EB AND WB RESURFACING | ||||||
| Date Let | 07/21/2006 | Formal Acceptance | 06/26/2008 | ||||
| Date Awarded | 08/02/2006 | Date Work Began | 09/07/2006 | ||||
| Date Contract Executed | 08/14/2006 | Open To Traffic | 07/31/2007 | ||||
| Date NTP Issued | 08/14/2006 | Actual Completion Date | 07/31/2007 | ||||
| Current Contract Amount | $2,756,789.31 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $2,743,167.09 |
Total Earnings | $2,289,168.85 |
$2,289,063.67 |
$105.18 |
|
| Percent Complete | 83.08 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $466,452.26 |
Gross Earnings | $2,289,168.85 |
$2,289,063.67 |
$105.18 |
|
| Total Change Orders | $13,622.22 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $2,290,337.05 |
$2,290,231.87 |
$105.18 |
|||
| Contract Id | 061246 | Change Order Summary |
County | GRAYSON | ||||||
| Estimate Nbr | 0024 | Project Number | STPR 2-1 (027), FD05 043 9001 110-113 | |||||||
| Contractor | ROSE CONSTRUCTION COMPANY INC | Period | 02/06/2009 TO 11/04/2010 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Fuel and Asphalt Adjustment | Approved | 04/02/2007 | $4.00 | 0.0 | |||||
| 002 | Type D Breakaways, Var Message Sign Price Change and Lot Pay | Approved | 09/04/2007 | $-28,203.80 | 0.0 | |||||
| 003 | Barricades, Base Failure Repairs, Type 1 posts and Type D's | Approved | 09/07/2007 | $41,822.02 | 0.0 | |||||
CONTRACT ADJUSTMENTS HISTORY
| Contract Adjustments |
|
|
| Adjustment Description | Est No |
Adjustment Amount |
| Line Item Adjustments History | |||||||||
| PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
||
| DE04390010646 | 0250 | ROADWAY EXCAVATION | OTHER | 0009 | 58.41 |
$20.00 |
$1,168.20 |
||
| Contract Id | 061246 | COMMONWEALTH OF KENTUCKY |
County | GRAYSON | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE04390010646 | |||||||
| Estimate Nbr | 0024 | Period | 02/06/2009 TO 11/04/2010 | |||||||
| Contractor | ROSE CONSTRUCTION COMPANY INC | |||||||||
| Project | DE04390010646 | Fed/State Project Number | STPR 2-1 (027) | Category | 0001 ROADWAY | |||||||
| LINE ITEM NUMBER | ITEM DESCRIPTION | ITEM NO. | UNIT | PLAN QTY | CURRENT QUANTITY | QUANTITY PAID THIS EST | QUANTITY PAID PREV. EST | QUANTITY PAID TO DATE | UNIT PRICE | AMOUNT PAID THIS EST | AMOUNT PAID TO DATE | |
| 0010 | CRUSHED STONE BASE | 00003 | TON | 7,093.00 | 7,093.000 | 6,593.230 | 6,593.230 | 15.00 | 98,898.45 | |||
| 0020 | LIME STABILIZED ROADBED | 00013 | SQYD | 13,595.00 | 13,595.000 | 11,307.000 | 11,307.000 | 4.60 | 52,012.20 | |||
| 0030 | LIME | 00014 | TON | 404.00 | 404.000 | 307.600 | 307.600 | 120.55 | 37,081.18 | |||
| 0040 | TRAFFIC BOUND BASE | 00020 | TON | 500.00 | 500.000 | -1.800 | 144.970 | 143.170 | 17.50 | -31.50 | 2,505.47 | |
| 0050 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 13.00 | 13.000 | 13.000 | 13.000 | 66.00 | 858.00 | |||
| 0060 | ASPHALT SEAL AGGREGATE | 00100 | TON | 72.00 | 72.000 | 68.500 | 68.500 | 55.60 | 3,808.60 | |||
| 0070 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 4,645.00 | 4,645.000 | 4,244.480 | 4,244.480 | 46.65 | 198,004.99 | |||
| 0080 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 2,190.00 | 2,190.000 | -192.870 | 1,933.270 | 1,740.400 | 55.70 | -10,742.85 | 96,940.28 | |
| 0090 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 9.00 | 9.000 | 10.870 | 10.870 | 567.00 | 6,163.29 | |||
| 0100 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 464.00 | 464.000 | 431.450 | 431.450 | 69.75 | 30,093.63 | |||
| 0110 | CL3 ASPH SURF 0.50A PG76-22 | 00332 | TON | 995.00 | 995.000 | 1,076.140 | 1,076.140 | 73.75 | 79,365.32 | |||
| 0120 | ASPHALT CURING SEAL | 00358 | TON | 17.00 | 17.000 | 12.270 | 12.270 | 963.00 | 11,816.01 | |||
| 0130 | ENTRANCE PIPE-15 INCH | 00440 | LF | 351.00 | 351.000 | 351.000 | 351.000 | 29.00 | 10,179.00 | |||
| 0140 | CULVERT PIPE-18 INCH | 00462 | LF | 96.00 | 96.000 | 96.000 | 96.000 | 36.00 | 3,456.00 | |||
| 0150 | CULVERT PIPE-66 INCH | 00473 | LF | 85.00 | 85.000 | 85.000 | 85.000 | 212.10 | 18,028.50 | |||
| 0160 | PERFORATED PIPE-4 INCH | 01000 | LF | 45.00 | 45.000 | 56.000 | 56.000 | 52.00 | 2,912.00 | |||
| 0170 | NON-PERFORATED PIPE-4 INCH | 01010 | LF | 376.00 | 376.000 | 391.000 | 391.000 | 28.00 | 10,948.00 | |||
| 0180 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | EACH | 13.00 | 13.000 | 13.000 | 13.000 | 750.00 | 9,750.00 | |||
| 0190 | REMOVE PIPE | 01310 | LF | 85.00 | 85.000 | 63.000 | 63.000 | 12.00 | 756.00 | |||
| 0200 | S & F BOX INLET-OUTLET-18 INCH | 01450 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,360.00 | 9,440.00 | |||
| 0210 | JUNCTION BOX-18 INCH | 01642 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 0220 | BARRICADE-TYPE III | 02014 | EACH | 6.00 | 15.000 | 15.000 | 15.000 | 300.00 | 4,500.00 | |||
| 0230 | REMOVE PAVEMENT | 02091 | SQYD | 3,934.00 | 3,934.000 | 3,934.000 | 3,934.000 | 2.22 | 8,733.48 | |||
| 0240 | TEMPORARY DITCH | 02159 | LF | 5,903.00 | 5,903.000 | 250.000 | 250.000 | 6.67 | 1,667.50 | |||
| 0250 | ROADWAY EXCAVATION | 02200 | CUYD | 23,084.00 | 23,084.000 | 47.910 | 23,084.000 | 23,131.910 | 7.54 | 361.24 | 174,414.60 | |
| 0260 | GRANULAR EMBANKMENT | 02223 | CUYD | 4,202.00 | 4,202.000 | 277.990 | 277.990 | 29.00 | 8,061.71 | |||
| 0270 | WATER | 02242 | MGAL | 500.00 | 500.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0280 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 2,028.00 | 2,028.000 | 2,028.000 | 2,028.000 | 4.20 | 8,517.60 | |||
| 0290 | REMOVE FENCE | 02265 | LF | 1,865.00 | 1,865.000 | 1,990.000 | 1,990.000 | 1.53 | 3,044.70 | |||
| 0300 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 650.00 | 650.000 | 762.500 | 762.500 | 17.50 | 13,343.75 | |||
| 0310 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 500.00 | 1,000.00 | |||
| 0320 | GUARDRAIL CONNECTOR TO BRIDGE END TY D | 02378 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,200.00 | 1,200.00 | |||
| 0330 | REMOVE GUARDRAIL | 02381 | LF | 437.50 | 437.500 | 387.000 | 387.000 | 1.50 | 580.50 | |||
| 0340 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,200.00 | 2,200.00 | |||
| 0350 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 30.00 | 30.000 | 30.000 | 30.000 | 125.00 | 3,750.00 | |||
| 0360 | WITNESS POST | 02432 | EACH | 26.00 | 26.000 | 23.000 | 23.000 | 100.00 | 2,300.00 | |||
| 0370 | CHANNEL LINING CLASS II | 02483 | TON | 70.80 | 70.800 | 61.640 | 61.640 | 21.00 | 1,294.44 | |||
| 0380 | CHANNEL LINING CLASS III | 02484 | TON | 239.00 | 239.000 | 293.380 | 293.380 | 30.00 | 8,801.40 | |||
| 0390 | CLEARING AND GRUBBING 14.9 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 30,000.00 | 30,000.00 | |||
| 0400 | SIGNS | 02562 | SQFT | 240.00 | 240.000 | 678.000 | 678.000 | 8.25 | 5,593.50 | |||
| 0410 | EDGE KEY | 02585 | LF | 2,328.00 | 2,328.000 | 2,328.000 | 2,328.000 | 8.25 | 19,206.00 | |||
| 0430 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 25,816.00 | 25,816.000 | 1,096.270 | 1,096.270 | 1.50 | 1,644.40 | |||
| 0440 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 74,175.00 | 74,175.00 | |||
| 0450 | LANE CLOSURE | 02653 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 7,400.00 | 14,800.00 | |||
| 0460 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | EACH | 2.00 | 0.000 | 0.000 | 0.000 | 20,000.00 | 0.00 | |||
| 0470 | TEMPORARY SILT FENCE | 02701 | LF | 5,903.00 | 5,903.000 | 827.000 | 827.000 | 2.10 | 1,736.70 | |||
| 0480 | SAND FOR BLOTTER | 02702 | TON | 14.00 | 14.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0490 | SILT TRAP TYPE A | 02703 | EACH | 34.00 | 34.000 | 7.000 | 7.000 | 456.00 | 3,192.00 | |||
| 0500 | SILT TRAP TYPE B | 02704 | EACH | 34.00 | 34.000 | 28.000 | 28.000 | 200.00 | 5,600.00 | |||
| 0510 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 102.00 | 102.000 | 10.000 | 10.000 | 150.00 | 1,500.00 | |||
| 0520 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 102.00 | 102.000 | 1.000 | 40.000 | 41.000 | 50.00 | 50.00 | 2,050.00 | |
| 0530 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 5,903.00 | 5,903.000 | 10.000 | 10.000 | 1.00 | 10.00 | |||
| 0540 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 55,500.00 | 55,500.00 | |||
| 0550 | FLASHING ARROW | 02775 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,160.00 | 2,320.00 | |||
| 0560 | EROSION CONTROL BLANKET | 05950 | SQYD | 4,579.00 | 4,579.000 | 2,948.890 | 2,948.890 | 1.45 | 4,275.89 | |||
| 0570 | TEMPORARY MULCH | 05952 | SQYD | 71,950.00 | 71,950.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 0580 | SEEDING AND PROTECTION | 05985 | SQYD | 58,355.00 | 58,355.000 | 56,772.360 | 56,772.360 | 0.40 | 22,708.94 | |||
| 0590 | FLEXIBLE DELINEATOR POST-W | 06417 | EACH | 13.00 | 13.000 | 13.000 | 13.000 | 30.00 | 390.00 | |||
| 0600 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 4,000.00 | 4,000.000 | 0.000 | 0.000 | 0.19 | 0.00 | |||
| 0610 | PAVE STRIPING REMOVAL-6 INCH | 06531 | LF | 2,330.00 | 2,330.000 | 0.000 | 0.000 | 0.89 | 0.00 | |||
| 0620 | PAVE STRIPING-THERMO-6 INCH W | 06542 | LF | 4,153.00 | 4,153.000 | 4,025.000 | 4,025.000 | 0.63 | 2,535.75 | |||
| 0630 | PAVE STRIPING-THERMO-6 INCH Y | 06543 | LF | 2,062.00 | 2,062.000 | 1,958.000 | 1,958.000 | 0.63 | 1,233.54 | |||
| 0640 | PAVE STRIPING-THERMO-12 INCH W | 06546 | LF | 457.00 | 457.000 | 92.000 | 92.000 | 1.26 | 115.92 | |||
| 0650 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 88.00 | 88.000 | 0.000 | 0.000 | 7.95 | 0.00 | |||
| 0660 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 22.00 | 22.000 | 74.000 | 74.000 | 19.95 | 1,476.30 | |||
| 0670 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 51.00 | 51.000 | 51.000 | 51.000 | 19.95 | 1,017.45 | |||
| 0680 | CONCRETE-CLASS A | 08100 | CUYD | 18.76 | 18.760 | 18.760 | 18.760 | 600.00 | 11,256.00 | |||
| 0690 | STEEL REINFORCEMENT | 08150 | LB | 1,320.00 | 1,320.000 | 1,320.000 | 1,320.000 | 1.50 | 1,980.00 | |||
| 0700 | SILT TRAP TYPE C | 20496NS843 | EACH | 17.00 | 17.000 | 4.000 | 4.000 | 150.00 | 600.00 | |||
| 0710 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 51.00 | 51.000 | 3.000 | 3.000 | 75.00 | 225.00 | |||
| 0720 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0730 | INSTALL PROJECT ID SIGN (72" X 120") | 21132NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0740 | FABRIC GEOTEXTILE TY IV FOR PIPE | 21433ES214 | SQYD | 602.00 | 602.000 | 235.220 | 235.220 | 2.75 | 646.85 | |||
| 8000 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 1.000 | 1,329.530 | -26,373.840 | -25,044.310 | 1.00 | 1,329.53 | -25,044.31 | |
| 8001 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 1.000 | 299.750 | -4,131.700 | -3,831.950 | 1.00 | 299.75 | -3,831.95 | |
| 8004 | LOT PAY ADJUSTMENT Lot Pay Adjustment | 10000NS | DOLL | 0.00 | 1.000 | -422.280 | 795.480 | 373.200 | 1.00 | -422.28 | 373.20 | |
| 8006 | VAR MESSAGE SIGN-PORT 3 LINE This price reflects the rental instead of purchase of Sign | 02671 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 4,500.00 | 9,000.00 | |||
| Project | DE04390010646 | Fed/State Project Number | STPR 2-1 (027) | Category | 0002 SIGNING | |||||||
| 0750 | GMSS GALV STEEL TYPE A | 06400 | LB | 1,920.90 | 1,920.900 | 2,062.500 | 2,062.500 | 1.50 | 3,093.75 | |||
| 0760 | SBM ALUMINUM PANEL SIGNS | 06405 | SQFT | 1,145.50 | 1,145.500 | 1,145.500 | 1,145.500 | 15.75 | 18,041.62 | |||
| 0770 | SBM ALUM SHEET SIGNS .080 INCH | 06406 | SQFT | 262.50 | 262.500 | 282.700 | 282.700 | 15.00 | 4,240.50 | |||
| 0780 | SBM ALUM SHEET SIGNS .125 INCH | 06407 | SQFT | 154.80 | 154.800 | 154.800 | 154.800 | 18.00 | 2,786.40 | |||
| 0790 | STEEL POST TYPE 1 | 06410 | LF | 174.00 | 234.000 | 172.000 | 172.000 | 5.62 | 966.64 | |||
| 0800 | STEEL POST TYPE 2 | 06411 | LF | 604.00 | 604.000 | 630.000 | 630.000 | 6.50 | 4,095.00 | |||
| 0810 | FLEXIBLE DELINEATOR POST-W | 06417 | EACH | 50.00 | 50.000 | 40.000 | 40.000 | 30.00 | 1,200.00 | |||
| 0820 | FLEXIBLE DELINEATOR POST-Y | 06418 | EACH | 100.00 | 100.000 | 34.000 | 34.000 | 30.00 | 1,020.00 | |||
| 0830 | REMOVE SIGN SUPPORT BEAM | 06451 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 450.00 | 2,700.00 | |||
| 0840 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 27.41 | 27.410 | 27.410 | 27.410 | 400.00 | 10,964.00 | |||
| 0850 | STEEL REINFORCEMENT FOR SIGNS | 06491 | LB | 1,328.00 | 1,328.000 | 1,328.000 | 1,328.000 | 1.40 | 1,859.20 | |||
| 0860 | ROADWAY CROSS SECTION | 20419ED | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 250.00 | 2,000.00 | |||
| 0870 | GMSS GALV STEEL TYPE C | 20815ED | LB | 5,282.01 | 5,282.010 | 5,242.200 | 5,242.200 | 4.02 | 21,073.64 | |||
| 0880 | REMOVE SIGN | 21373ND | EACH | 3.00 | 3.000 | 5.000 | 5.000 | 50.00 | 250.00 | |||
| 8007 | GMSS TYPE D Breakaway Supports Type D where left out of plans for Signs | 21596ND | EACH | 0.00 | 6.000 | 8.000 | 8.000 | 550.00 | 4,400.00 | |||
| Project | DE04390010646 | Fed/State Project Number | STPR 2-1 (027) | Category | 0003 LIGHTING | |||||||
| 0890 | POLE 120 FT MTG HT HIGH MAST | 04714 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 28,000.00 | 168,000.00 | |||
| 0900 | POLE BASE-HIGH MAST | 04742 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 6,000.00 | 36,000.00 | |||
| 0910 | LIGHTING CONTROL EQUIPMENT | 04761 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 7,700.00 | 7,700.00 | |||
| 0920 | HPS LUMINAIRE HIGH MAST | 04773 | EACH | 33.00 | 33.000 | 33.000 | 33.000 | 850.00 | 28,050.00 | |||
| 0930 | CONDUIT-3 1/2 INCH | 04798 | LF | 700.00 | 700.000 | 638.000 | 638.000 | 30.00 | 19,140.00 | |||
| 0940 | MARKER | 04800 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 100.00 | 1,200.00 | |||
| 0950 | TRENCHING AND BACKFILLING | 04820 | LF | 7,250.00 | 7,250.000 | 4,203.000 | 4,203.000 | 5.00 | 21,015.00 | |||
| 0960 | CABLE-NO. 8/3C DUCTED | 04860 | LF | 2,545.00 | 2,545.000 | 1,991.000 | 1,991.000 | 3.00 | 5,973.00 | |||
| 0970 | CABLE-NO. 6/3C DUCTED | 04861 | LF | 3,260.00 | 3,260.000 | 3,443.000 | 3,443.000 | 4.00 | 13,772.00 | |||
| 0980 | CABLE-NO. 4/3C DUCTED | 04862 | LF | 1,880.00 | 1,880.000 | 1,822.000 | 1,822.000 | 4.50 | 8,199.00 | |||
| 0990 | JUNCTION BOX TYPE A | 20391ES835 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 600.00 | 3,600.00 | |||
| Project | DE04390010646 | Fed/State Project Number | STPR 2-1 (027) | Category | 0004 MOBILIZATION & DEMOBILIZATION | |||||||
| 1000 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 128,787.18 | 128,787.18 | |||
| 1010 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 31,641.55 | 7,910.38 | 31,641.55 | |
| SUBTOT | $-1,245.72 |
$1,726,481.31 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0150-1-0I |
66" pipe | LF |
85.00 | 0002 | $96.550000 | $8,206.75 | ||||||
0890-1-0I |
120 ft High Mast | EACH |
6.00 | 0012 | $28000.000000 | $126,000.00 | ||||||
0150-1-0A |
66" pipe | LF |
85.00 | 0011 | $96.550000 | $-8,206.75 | ||||||
0890-1-0A |
120 ft High Mast | EACH |
4.50 | 0016 | $28000.000000 | $-94,500.00 | ||||||
0890-10C |
120 ft High Mast | EACH |
0.00 | 0020 | $21000.000000 | $-31,500.00 | ||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | DE04390010647 | Fed/State Project Number | FD05 043 9001 110-113 | Category | 0001 ROADWAY | |||||||
| LINE ITEM NUMBER | ITEM DESCRIPTION | ITEM NO. | UNIT | PLAN QTY | CURRENT QUANTITY | QUANTITY PAID THIS EST | QUANTITY PAID PREV. EST | QUANTITY PAID TO DATE | UNIT PRICE | AMOUNT PAID THIS EST | AMOUNT PAID TO DATE | |
| 0010 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 6.00 | 6.000 | 0.000 | 0.000 | 66.00 | 0.00 | |||
| 0020 | LEVELING & WEDGING PG64-22 | 00190 | TON | 250.00 | 250.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 0030 | CL3 ASPH SURF 0.50A PG76-22 | 00332 | TON | 5,000.00 | 5,000.000 | 4,473.580 | 4,473.580 | 73.75 | 329,926.52 | |||
| 0040 | ASPHALT PLACEMENT WITH MTV | 00338 | TON | 5,000.00 | 5,000.000 | 4,473.580 | 4,473.580 | 3.20 | 14,315.45 | |||
| 0050 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,750.00 | 2,750.00 | |||
| 0060 | REMOVE GUARDRAIL END TREATMENT | 02396 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
| 0070 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,200.00 | 1,200.00 | |||
| 0080 | ASPH PAVE MILLING & TEXTURING | 02677 | TON | 5,000.00 | 5,000.000 | 4,718.050 | 4,718.050 | 17.50 | 82,565.87 | |||
| 0090 | BASE FAILURE REPAIR | 03240 | SQYD | 155.00 | 330.190 | 330.190 | 330.190 | 218.50 | 72,146.51 | |||
| 0100 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 20,000.00 | 20,000.000 | 22,809.000 | 22,809.000 | 0.17 | 3,877.53 | |||
| 0110 | PAVE STRIPING-THERMO-6 INCH W | 06542 | LF | 22,000.00 | 22,000.000 | 21,324.000 | 21,324.000 | 0.63 | 13,434.12 | |||
| 0120 | PAVE STRIPING-THERMO-6 INCH Y | 06543 | LF | 17,250.00 | 17,250.000 | 16,381.000 | 16,381.000 | 0.63 | 10,320.03 | |||
| 0130 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 500.00 | 500.000 | 0.000 | 0.000 | 2.39 | 0.00 | |||
| 0140 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 1,800.00 | 1,800.000 | 0.000 | 0.000 | 1.36 | 0.00 | |||
| 0150 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 1,800.00 | 1,800.000 | 0.000 | 0.000 | 1.36 | 0.00 | |||
| 0160 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 220.00 | 220.000 | 218.000 | 218.000 | 19.95 | 4,349.10 | |||
| 0170 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 220.00 | 220.000 | 216.000 | 216.000 | 7.50 | 1,620.00 | |||
| 0180 | JOINT ADHESIVE | 20071EC | LF | 17,250.00 | 17,250.000 | 19,046.000 | 19,046.000 | 0.82 | 15,617.72 | |||
| 0190 | SHOULDER RUMBLE STRIPS-SAWED | 20362ES403 | LF | 17,250.00 | 17,250.000 | 17,073.000 | 17,073.000 | 0.85 | 14,512.05 | |||
| 0200 | PERF PIPE HEADWALL | 21567NN | EACH | 6.00 | 6.000 | 8.000 | 8.000 | 750.00 | 6,000.00 | |||
| 8002 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 1.000 | -17,902.800 | -17,902.800 | 1.00 | -17,902.80 | |||
| 8003 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 1.000 | -481.180 | -481.180 | 1.00 | -481.18 | |||
| 8005 | LOT PAY ADJUSTMENT Lot Pay Adjustment | 10000NS | DOLL | 0.00 | 1.000 | -397.740 | 1,339.700 | 941.960 | 1.00 | -397.74 | 941.96 | |
| Project | DE04390010647 | Fed/State Project Number | FD05 043 9001 110-113 | Category | 0002 DEMOBILIZATION | |||||||
| 0210 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 6,994.59 | 1,748.64 | 6,994.59 | |
| SUBTOT | $1,350.90 |
$2,289,168.80 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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